Simple beam reactions
V1L=13×12(12)(150)=300 lb ← 1st span left support
V1R=23×12(12)(150)=600 lb ← 1st span right support
V2L=400(9)+300(4)12=400 lb ← 2nd span left support
V2R=400(3)+300(8)12=300 lb ← 2nd span right support
V3=12(12)(50)=300 lb ← 3rd span, left and right supports
V4=4(50)=200 lb ← 4th span (overhang) support
Couple Reactions
R1′=(M2−M1)/L1=(1215−0)/12
R1′=101.25 lb first span; left support ↓, right support ↑
R2′=(M2−M3)/L2=(1215−661)/12
R2′=46.17 lb second span; left support ↑, right support ↓
R3′=(M3−M4)/L3=[661−4(50)(2)]/12
R3′=21.75 lb second span; left support ↑, right support ↓
Thus,
R1=198.75 lb
R2=701.25+446.17=117.42 lb
R3=253.83+321.75=575.58 lb
R4=278.25+200=478.25 lb